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HomeMy WebLinkAboutC202 Site Details1/2" PREFORMED I BID DOCUMENTS ONLY, PENDING AGENCY APPROVAL I ADDENDUM 12 TRANSVERSE JOINT 1/2" PREFORMED r A 00/6/9 ItO/U I�`. 1 II I ARCHITECTURE 7172 GRAHAM ROAD CIVIL ENGINEERS LANDSCAPE ARCHITECTURE me :Ahr7 And INDIANAPOLIS, INDIANA 46250 LAND PLANNING (317) 842 -6777 FAX (317) 841 -4798 LAND SURVEYORS N F 117 E —Mail cripe©cripe.biz TRANSPORTATION ENGINEERS GIS Architects Engineers I CARMEL CLAY SCHOOLS 126th AND SHELBORNE ROAD CARMEL, INDIANA 46033 it Q +gyp 44 No.1O2OO269 S. 'd STATE OF cr 4. 4 sSi0Nr.t.EN nItur,11111 1o4'ilbV Drawn By: MAW Checked By: DJO Quay Assurance: DAL 0 Sole: 1" NA' ..r Sheet C 202 Date 08-30-04 Project Number 94501 -10040 1/2" PREFORMED I OTHERWISE SHOWN TRANSVERSE JOINT 5' -0 "BETWEEN TRANSVERSE JOINTS TRANSVERSE JOINT 1/2" PREFORMED r II 1 48' "BETWEEN EXPANSION JOINTS (MAX.) -0 I�`. 3 ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ANSI 4.28.8. SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ANSI 4.28.5 FINISH AND CONTRAST THE CHARACTERS, SYMBOLS AND BACKGROUND OF SIGN SHALL BE EGGSHELL MATTE, OR OTHER NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. SPACES COMPLYING WITH 4.1.2(5)(b) SHALL HAVE AN ADDITIONAL SIGN "VAN ACCESSIBLE MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE. SEE PLAN FOR REQUIRED LOCATIONS AND QUANTITIES NO SCALE TYPICAL VALLEY GUTTER WHITE REFLECTIVE FACE MATERIAL 2" X 2" TUBE POST 8' -10 LONG POST TO BE PRE PAINTED GALVANIZED STEEL ACCESSIBLE PARKING SIGN DETAIL 30.0' a�e�s�hilkhstaae>r�h>f�itefea» s {ti,��l 0.5 1 2x4 STRINGERS 6" CONC. SLAB W/ 6x6 -6/10 WWF TUB. STL GATE W/ INTERMEDIATE HORIZ. BRACE (SHOWN STEWED) ELEVATION 15.00' N E 3 PLAN VIEW BLUE 80G/ Alum. CONCR 10.0' 12* ACCESSIBLE PARKING 0.5' ACCESSIBLE 12° BELOW SURFACE MOUNT NOTE: 1 5/8" O.D. GALV. STL. TUBULAR FRAME GATES W/ CHAIN LINK. 9GA. FENCING, INTERLACED W/ 1" BROWN COLORED ALUM. LATTICE FRAME TO BE OF WELDED CONSTRUCTION STANDARD SWING GATE LATCH. GATE HINGES TO BE HOT DIPPED GALV. STL FARM GATE HINGES. 2x4 NOM. STRINGERS TYPICAL (THREE EACH SIDE) 4x4 POST NOM. WESTERN CEDAR POST (SET IN CONCRETE) 1x4 NOM. WESTERN CEADAR SLATS VERTICAL STAGGERRED (SHADOW BOX) DUMPSTER ENCLOSURE DETAIL NO SCALE SLOPED E FINISHED GRADE PAVEMENT TRANSVERSE EXPANSION JOINTS 0 PV-36B 1 NO SCALE PV-33 PREPARED SUBGRADE COMPACTED PER SPECIFICATIONS PVMT. PV -17 NO SCALE PREPARED SUBGRADE COMPACTED PER SPECIFICATIONS 6" 6" NO SCALE PREPARED SUBGRADE COMPACTED PER SPECIFICATIONS 1 "r 4l• 1-7 8" CONCRETE PAVEMENT SECTION TC ELEV. =I TI 1 111 =111 =111: 1ll UNDISTURBED SOIL SOIL CONCRETE STRAIGHT CURB SEE GENERAL NOTES PV -34 I 100' TOP OF CURB CURB JOINT DETAIL HEAVY DUTY ASPHALT PAVEMENT SECTION NO SCALE LIGHT DUTY ASPHALT PAVEMENT SECTION NO SCALE TERMINAL EDGE 1" #11 HAC. SURFACE 3" #8 HAC. BINDER 9" COMPACTED #53 STONE 6" 4000 PSI CONC. W/ FIBER REINFORCEMENT 6" #53 STONE CONCRETE SECTION (DCAM #12 -04) 1" #11 HAC. SURFACE 3" #8 H.A.C. BINDER 6" COMPACTED #53 STONE BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS MIN. 4" TOP SOIL V-16 NO SCALE VARIES SEE SITE PLAN 4" CONCRETE PREPARED SUBGRADE SIDEWALK DETAIL VARIES (SEE SITE PLAN) PAVEMENT MARKING —STOP BAR MIN. 4" TOP SOIL N N DOUBLE YELLOW PAVEMENT STRIPING LINES DOUBLE SOLID YELLOW LINE PAVEMENT MARKINGS FOR MEDIAN STRIPING SOLID BLUE PAVEMENT STRIPING LINES 4" SOLID BLUE LINE PAVEMENT MARKINGS ARE TO BE USED FOR ADA PARKING STALLS EN -25 SOLID WHITE PAVEMENT STRIPING LINES 4" SOLID WHITE UNE PAVEMENT MARKINGS ARE TO BE USED FOR EACH LEFT TURN LANE AND RIGHT TURN LANE CONFIGURATION, AND PARKING STALLS. NO SCALE WIDTH PER PLAN DELINEATED ISLANDS 4' SOUD BLUE UNE PAVEMENT MARKINGS FOR ADA ISLANDS ALL OTHER AREAS 4" SOLID WHITE LINE PAVEMENT MARKINGS (TYPICAL) TRAFFIC STRIPING 4'-6' 41tIN, 8' MAX 4'-6` VARIES SEE SITE PLANS LONGITUDINAL DUMMY JOINT 4' •.CONCRETE 1% MIN. 2% MAX. 4" #53 STONE COMPACTED SUBGRADE 6" 6" COMPACTED SUBGRADE THE UPPER 6" SHALL COMPLY WITH THE DENSITY REQUIREMENTS OF THE CONTRACT IMMEDIATELY PRIOR TO PLACING THE MATERIAL THEREON. ALL SOFT, YIELDING OR OTHER UNSUITABLE MATERIAL, WHICH CANNOT BE COMPACTED SATISFACTORILY, SHALL BE REMOVED. ALL ROCK ENCOUNTERED SHALL BE REMOVED OR BROKEN OFF AT LEAST 6" BELOW THE SUBGRADE SURFACE. ANY HOLES OR DEPRESSIONS RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL, SHALL BE FILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO CONFORM WITH THE SURROUNDING SUBGRADE SURFACE. PVMT. SURFACE N IIIIIII COMBINED WALK and CURB DETAIL NO SCALE MI -30 (1 SIGN PER SPACE) •C 4 FACE TO FACE (NOT TO SCALE) ALL JOINTS WELDED TO MAKE A SOLID FRAME DROP BAR 1 1 /2" SQ INTERIOR UPRIGHT (TYP 4 PLCS) GATE ELEVATION FULCRUM LATCH W/ STRIKE STRAP 3' TAPER C PVMT. ELEVATION CURB END TRANSITION 4 'a T.C. ELEV. ASPHALT PVMT. 44 :a GIANULAR BACKFILL 4" BLUE PAINT STRIPE (TYP.) 4 d4 d a° d RAMP SLOPE 4 Max. 1" PER FOOT 6 44 4 b a as a 4 4 4 A a RAMP SLOPE Max._1' PER FOOT EDGE OF PVMT 00 sh 1 ter• OPTIONAL JOINT PATTERN (1 6 PV -30 ISOMETRIC VIEW 4' -0" Min. SIDEWALK PLAN 4' -0" Min. SECTION A -A 4 R =20' A R= 20'- FIRST STREET PAVED C 111011111 A arrair Aunt NI III MINIMA!' NOTE: 1. SEE DETAIL PV -31 FOR LETTER REFERENCE OF JOINT DETAILS. 2. TRANSVERSE JOINTS TO BE EXTENDED THRU CURB. 3. SEE DETAIL PV -32 FOR CROSS SECTION JOINT DETAILS. 4. SEE DETAIL PV -30A FOR CUL -DE -SAC JOINT LOCATIONS. NO SCALE (DCAM #11 -01) 4 a RAMP SLOPE M ax. 1" PER FOOT •a '4 PAVEMENT JOINTS FACE OF CURB 4 RAMP SLOPE Max. 1" PER FOOT ACCESSIBLE PARKING WITH DEPRESSED CURB RAMP NO SCALE *5' -O" MIN. AISLE FOR REGULAR SPACE **8' -O" MIN. AISLE FOR VAN ACCESSIBLE SPACE SEE SITE PLAN FOR ACTUAL DIMENSIONS a e 4 4" BLUE PAINT STRIPE (TYP.) NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE. 4 1'MIN. 6" MONOLITHIC CURB AND WALK END OF DAYS WORK R =20' 0A 199419450111004a1Cad %Eng1CDs1C2a2.0% 10/28/2004 3:32:46 PM, mwagner, 1:1 (I) Q LJ_1 0 LLI F— Drawn Checked Approved Scale Sheet Date Y. O Z O E-tt 8 l ed g 0 Z W rn cniu CONSULTANTS W U V Q N Ui z C, W J U MAW DJO DAL NA cn z J U U) 0 U Q z W W n-v)0 z z z 5 J J W N r‘; C202 W a o N w w z C, w z 0 F a: 0 a N a a o C r ir N C Q� U C JN• D C C C I 0 00Lh. z 08/30/04 Project number PIC 0940501 -1004